TECHNICAL PAPERS
Jan 1, 1983

Cooling Curve Prediction of Asphaltic Concrete

Publication: Journal of Transportation Engineering
Volume 109, Issue 1

Abstract

During cold wealther periods, asphalt concrete highway construction is frequently postponed because the hot asphalt concrete cools too rapidly for proper compaction to take place. If the cooling rates and asphalt concrete temperatures for hot asphalt could be predicted as a function of time, then construction on many cold weather days could proceed when construction would otherwise be prohibited. A simple predictive method is available on a hand‐held Hewlett‐Packard 97 programmable calculator. The research reported in this paper tests the predictive method by comparing predicted temperatures with measured temperatures under both laboratory and field conditions. The predictive method proves satisfactory for predicting cooling curves up to 20 min. Reported also are the laboratory measures of thermophysical properties of typical asphalt concrete and base materials encountered in Ohio.

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References

1.
Alford, J. S., Ryan, J. E., and Upham, F. O., “Effect of Heat Storage and Variation in Outdoor Temperature and Solar Intensity on Heat Transfer Through Walls,” Transactions, America Society of Heating and Ventilation Engineers, Vol. 45, 1939, pp. 381–396.
2.
Colony, D. C., and Wolfe, R. K., “Initial Cooling of Asphalt Concrete Mats,” Transportation Engineering Journal, ASCE, Vol. 104, No. TE3, May, 1978, pp. 295–310.
3.
Colony, D. C., McNichols, R. J., and Wolfe, R. K., “Effect of UT Time‐Temperature Model on Duration of Asphaltic Concrete Construction Season,” Final Report on Ohio Department of Transportation Project 3138, Aug., 1980.
4.
Construction and Materials Specifications, State of Ohio Department of Transportation, Columbus, Ohio, Jan., 1981.
5.
Jablonski, J. J., “Measurement and Correlation of the Thermal Conductivity of Binary Liquid Systems,” thesis presented to the University of Toledo, at Toledo, Ohio, in 1980, in partial fulfillment of the requirements for the degree of Masters of Engineering.
6.
Wolfe, R. K., and Colony, D. C., “Asphalt Cooling Rates: A Computer Simulation Study,” Final Report on Ohio Department of Transportation Project 2844, Columbus, Ohio, Oct., 1977.
7.
Wolfe, R. K., Colony, D. C., and Eaton, R. D., “Microprocessor Plus Saul Yev Method Solves Simultaneous Partial Differential Equations of the Diffusion Type with Highly Nonlinear Boundary Conditions,” Minicomputers and Large Scale Computations, P. Lykos, ed., American Chemical Society Series 57, 1977.
8.
Wolfe, R. K., Heath, G. L., and Colony, D. C., “The University of Toledo Time‐Temperature Model Laboratory and Field Validation,” Final Report Ohio Department of Transportation Project 3101, Columbus, Ohio, Apr., 1980.
9.
Wolfe, R. K., Heath, G. L., and Colony, D. C., “Hand‐Held Microprocessor Implementation of Heretofore Large Computer Simulation,” Computers and Industrial Engineering, Vol. 4, 1980, pp. 1–12.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 109Issue 1January 1983
Pages: 137 - 147

History

Published online: Jan 1, 1983
Published in print: Jan 1983

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Authors

Affiliations

R. Kenneth Wolfe
Prof., Dept. of Industrial Engrg. and Dept. of Computer Sci. and Engrg., 2801 West Bancroft, The Univ. of Toledo, Toledo, Ohio 43606
George L. Heath
Prof., Dept. of Mech. Engrg., 2801 West Bancroft, The Univ. of Toledo, Toledo, Ohio 43606
David C. Colony, F. ASCE
Prof., Dept. of Civ. Engrg., 2801 West Bancroft, The Univ. of Toledo, Toledo, Ohio 43606

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